Minor Change Existing Approval 132002.220285.I (As Published)

                      Erosion & Sediment Control
               195. To protect the environment against siltation/sediment export or soil erosion as a result of this
                    development, an erosion and sediment control plan shall be submitted in conjunction with an
                    application for a development permit for operational works (earthworks). Site control
                    measures such as silt fencing, controlled gravel access to the site and controlled disposal of
                    waste, may be necessary. Prior to commencement of building works, all physical site control
                    measures shall be installed, and the plan adhered to.
                      Town Water Supply
               196. The applicant will construct at its cost a second feed in conjunction with the construction of
                    the Walter Hay Drive access if the anticipated loading on the system for the ultimate
                    development exceeds the equivalent of 35 tenements.
               197. Sizes of the mains are to be a minimum of 150mm diameter and are to be confirmed by a
                    network analysis carried out by Councils consultants at the applicants cost.
               198. A water supply master plan for ultimate development shall be to the satisfaction of the
                    Manager - Land Development and shall be submitted in conjunction with an application for
                    operational works (water supply). The Water Supply Master Plan will consider metering of
                    individual occupancies and common (body corporate) flows as well as the reticulation system
                    and valving arrangements. All water infrastructure will be designed and constructed in
                    accordance with the approved Water Supply Master Plan.
                      Sewer Capacity
               199. The applicant at its costs will construct the proposed sewer rising main in the development
                    to discharge to Manhole NV40/01/18 in Eenie Creek Road.
               200. The existing sewer pump station and rising main are to be upgraded by the applicant to the
                    standards and requirements as detailed in Councils Engineering Design Manual - Water &
                    Sewerage.
               201. A Sewer Master Plan for ultimate development shall be submitted to the reasonable
                    satisfaction of the Manager Land Development in conjunction with an application for a
                    development permit for operational works (sewer works).. All sewer infrastructure will be
                    designed and constructed in accordance with the approved Sewer Master Plan.
               202. All internal reticulation works (both water and sewerage) are to be constructed in accordance
                    with Noosa Council Engineering Standards for Water and Sewerage (depending on tenure
                    may be classified as private main when completed) and checked by Council with full as
                    constructed requirements as per Council standards.
                      Service Easements
               203. All infrastructure shall be covered by easements where necessary to the reasonable
                    satisfaction of the Manager Land Development.
               204. No building or other structure shall be constructed or encroach over an easement. Any
                    building or structure within proximity of an easement of Council’s or any other public utility’s
                    underground infrastructure must have its foundations designed so that no surcharge loads
                    are imposed upon such underground infrastructure. Foundations must be taken down a
                    minimum of 1m below a line of influence measured 1m in the direction of the foundation from
                    the centreline of the closest underground service and along the natural angle of repose of
                    the foundation soil type(s).




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Document Set ID: 24254301
Version: 4, Version Date: 29/10/2025